10304 1ST DR SE 2023-07-28 - Laserfiche WebLink

Page 16 of 28 • Project Title: Engineer: Project ID: Project Descr: t}13GJ ete Bea 1. ' Software copyright EPIERCALC,INC.1983-2020 8uik112,20.5.31 Lic.#:KW-06011993 L120 Engineering and Design DESCRIPTIO 8ft+3ft cantilever Concrete Beam-Max Uniform Load (2-story) Vertical Reactions Support notation:Far left is#1 Load Combination Support 1 Support 2 Support 3 +D+Lr+H 12.415 5.643 +D+S+H 19.978 9.081 +D+0.750Lr+0.750L+H 20.356 9.253 +D+0.750L+0.7505+H 26.028 11.831 +D+0.60W+H 12.415 5.643 +D+0.70E+H 12.415 5.643 +D+0.750Lr+0.750L+0.450W+H 20.356 9.253 +D+0.750L+0.7505+0.450W+H 26.028 11.831 +D+0.750L+0.750S+0.5250E+H 26.028 11.831 +0.60D+0.60W+0.60H 7.449 3.386 +0.60D+0.70E+0.60H 7.449 3.386 D Only 12.415 5.643 L Only 10.587 4.812 S Only 7.562 3.437 H Only Detailed Shear Information Span Distance 'd' Vu (k) Mu d*Vu/Mu Phi*Vc Comment Phi*Vs Phi*Vn Spacing(in) Load Combination Number (ft) (in) Actual Design (k-ft) (k) (k) (k) Req'r$uggest +1.20D+0.50L+0.50S+W+1.60H 1 0.00 23.00 -0.00 0.00 0.00 1.00 14.24 Vu<PhiVc/2 >t Reqd 9.E 14.2 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.07 23.00 -0.35 0.35 0.01 1.00 13.86 Vu<PhiVc/2 >t Reqd 9.E 13.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.15 23.00 -0.69 0.69 0.05 1.00 13.86 Vu<PhiVc/2 >t Reqd 9.E 13.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.22 23.00 -1.04 1.04 0.11 1.00 13.86 Vu<PhiVc/2 >t Reqd 9.E 13.9 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 0.29 23.00 -1.38 1.38 0.20 1.00 13.86 Vu<PhiVc/2 >t Reqd 9.E 13.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.37 23.00 -1.73 1.73 0.32 1.00 13.86 Vu<PhiVc/2 >t Reqd 9.E 13.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.44 23.00 -2.08 2.08 0.46 1.00 13.86 Vu<PhiVc/2 >t Reqd 9.E 13.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.51 23.00 -2.42 2.42 0.62 1.00 13.86 Vu<PhiVc/2 >t Reqd 9.E 13.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.59 23.00 -2.77 2.77 0.81 1.00 13.86 Vu<PhiVc/2 >t Reqd 9.E 13.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.66 23.00 -3.11 3.11 1.03 1.00 13.86 Vu<PhiVc/2 >t Reqd 9.E 13.9 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 0.73 23.00 -3.46 3.46 1.27 1.00 13.86 Vu<PhiVc/2 >t Reqd 9.E 13.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.81 23.00 -3.81 3.81 1.54 1.00 13.86 Vu<PhiVc/2 >t Reqd 9.E 13.9 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 0.88 23.00 -4.15 4.15 1.83 1.00 13.86 Vu<PhiVc/2 >t Reqd 9.E 13.9 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 0.96 23.00 -4.50 4.50 2.15 1.00 13.86 Vu<PhiVc/2 >t Reqd 9.E 13.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.03 23.00 -4.84 4.84 2.49 1.00 13.86 Vu<PhiVc/2 >t Reqd 9.E 13.9 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 1.10 23.00 -5.19 5.19 2.86 1.00 13.86 Vu<PhiVc/2 >t Reqd 9.E 13.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.18 23.00 -5.54 5.54 3.25 1.00 13.86 Vu<PhiVc/2 >t Reqd 9.E 13.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.25 23.00 -5.88 5.88 3.67 1.00 13.86 Vu<PhiVc/2 >t Reqd 9.E 13.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.32 23.00 -6.23 6.23 4.12 1.00 13.86 Vu<PhiVc/2 >t Reqd 9.E 13.9 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 1.40 23.00 -6.57 6.57 4.59 1.00 13.86 Vu<PhiVc/2 >t Reqd 9.E 13.9 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 1.47 23.00 -6.92 6.92 5.08 1.00 13.86 Vu<PhiVc/2 >t Reqd 9.E 13.9 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 1.54 23.00 -7.27 7.27 5.61 1.00 13.86 PhiVc/2<Vu<=>t Reqd 9.E 13.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.62 23.00 -7.61 7.61 6.15 1.00 13.86 PhiVc/2<Vu<=>t Reqd 9.E 13.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.69 23.00 -7.96 7.96 6.72 1.00 13.86 PhiVc/2<Vu<=>t Reqd 9.E 13.9 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 1.76 23.00 -8.30 8.30 7.32 1.00 13.86 PhiVc/2<Vu<=>t Reqd 9.E 13.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.84 23.00 -8.65 8.65 7.94 1.00 13.86 PhiVc/2<Vu<=>t Reqd 9.E 13.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.91 23.00 -9.00 9.00 8.59 1.00 13.86 PhiVc/2<Vu<=>t Reqd 9.E 13.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.98 23.00 -9.34 9.34 9.27 1.00 13.86 PhiVc/2<Vu<=>t Reqd 9.E 13.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 2.06 23.00 -9.69 9.69 9.97 1.00 13.86 PhiVc/2<Vu<=>t Reqd 9.E 13.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 2.13 23.00 -10.04 10.04 10.69 1.00 13.86 PhiVc/2<Vu<=>t Reqd 9.E 13.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 2.20 23.00 -10.38 10.38 11.44 1.00 13.86 PhiVc/2<Vu<=>t Reqd 9.E 13.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 2.28 23.00 -10.73 10.73 12.22 1.00 13.86 PhiVc/2<Vu<=>t Reqd 9.E 13.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 2.35 23.00 -11.07 11.07 13.02 1.00 13.86 PhiVc/2<Vu<=>t Reqd 9.E 13.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 2.42 23.00 -11.42 11.42 13.84 1.00 13.86 PhiVc/2<Vu<=>t Reqd 9.E 13.9 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 2.50 23.00 -11.77 11.77 14.69 1.00 13.86 PhiVc/2<Vu<=>t Reqd 9.E 13.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 2.57 23.00 -12.11 12.11 15.57 1.00 13.86 PhiVc/2<Vu<=>t Reqd 9.E 13.9 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 2.64 23.00 -12.46 12.46 16.47 1.00 13.86 PhiVc/2<Vu<=>t Reqd 9.E 13.9 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 2.72 23.00 -12.80 12.80 17.40 1.00 13.86 PhiVc/2<Vu<=>t Reqd 9.E 13.9 0.0 0.0